W912DW21R0028 Amendment 0003.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

Amendment 0003

(Please see continuation sheet)

1. CONTRACT ID CODE PAGE OF PAGES

1 9

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 30-Jun-2021

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912DW21R0028

X 9B. DATED (SEE ITEM 11)

26-May-2021

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

29-Jun-2021

CODE

USA ENGINEER DISTRICT, SEATTLE

ATTN: CENWS-CT

4735 EAST MARGINAL WAY SOUTH, BLDG. 1202

SEATTLE WA 98134-2388

W912DW 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DW21R0028

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

AMENDMENT 0003

1. This amendment provides for the following changes:

a. Section 01 35 45.00 10 is revised (attached)

b. Section 41 01 20.74 26 is revised (attached)

c. Section 00 21 16 is revised (attached)

2. The attached revised sections are to be replaced in their entirety. All portions of the revised sections shall apply whether or not changes have been indicated.

3. NOTICE: Offerors must acknowledge receipt of this amendment by number and date on offer.

SECTION 00 21 16 - INSTRUCTIONS TO PROPOSERS

The following have been modified:

PROPOSAL SUBMISSION

1. INTRODUCTION

1.1 Your firm is invited to submit a proposal in response to Request for Proposal (RFP) Number W912DW20R0028 for the project entitled “Libby Dam Intake Crane Replacement, Libby Dam, MT”. The Government intends to procure this requirement on a competitive basis in accordance with the provisions set forth in FAR Part 15 Contracting by Negotiations and within this Request For Proposal (RFP).

1.2. A firm fixed-price contract will be awarded to the Offeror submitting a proposal that (a) conforms to this Request for Proposal (RFP), (b) is considered to offer the best value to the Government in terms of the evaluation factors, including price, and (c) is determined to be in the best interest of the Government.

Offerors are responsible for including sufficient details to permit a complete and accurate evaluation of each proposal. Proprietary information shall be clearly marked.

2. GENERAL PROPOSAL REQUIREMENTS

2.1 Proposal Format

The proposal shall be organized into the following two volumes:

a. Volume 1: Technical Proposal, 1 electronic copy (defined in paragraph 3 of this Section)

b. Volume 2: Price Proposal, 1 electronic copy (defined in paragraph 3 of this Section)

2.2 Content – General

The submission shall be clearly indexed and logically assembled. Proposals must set forth full, accurate, and complete information as required by this RFP. Absence of information will be deemed as if no support for that criterion was provided. Offerors submitting proposals should limit submission to data essential for evaluation of proposals so that a minimum of time and money is expended in preparing information required by the Request for Proposal (RFP). Penalty for making false statements in proposals is prescribed in 18 U.S.C. 1001. Technical proposals must be limited to a total of 50 pages in length.

2.3 Table of Contents

A Table of Contents should be incorporated within all Volumes.

2.3 Page Numbering

All pages of each volume shall be appropriately identified with complete company name, date and RFP number in the header and/or footer.

3. ELECTRONIC PROPOSAL SUBMITTAL REQUIREMENTS

3.1 File format

The electronic proposal shall be Portable Document Format, filename extension: “.pdf” and suitable for viewing in Adobe Reader. Text must be searchable.

3.2 Number of files

The proposal contents shall be presented as a separate PDF file for each Volume – (1) Technical Proposal, (2) Price Proposal .

3.3 Method of submission: The proposals shall be submitted via email to alex.r.marcinkiewicz@usace.army.mil

4.REQUIRED SECTIONS FOR SUBMITTAL

Proposals shall be organized as indicated below:

REQUIRED SECTIONS FOR VOLUME 1: TECHNICAL PROPOSAL

Table of Contents

Factor 1: Work Plan

Factor 2: Past Performance

Factor 3: Experience

Subfactor 1: Design

Subfactor 2: Manufacturing

Subfactor 3: Installation

REQUIRED SECTIONS FOR VOLUME 2: PRICE PROPOSAL

Table of Contents Factor 4 Price Proposal

Tab 1: SF33, Solicitation, Offer and Award Cover Letter

Tab 2: Price/Bid Schedule SF1442, Solicitation, All Amendment and Offer Tab 3: Representations and Certifications Price Schedule Tab 4: Completed Representations and Certifications

5. DETAILED CONTENT REQUIREMENTS FOR VOLUME 1: TECHNICAL PROPOSAL

Technical Proposal, Volume 1: Consists of three factors with sub-factors. This section shall be specific and complete, demonstrating a thorough understanding of the requirements. It shall include, where applicable, diagrams and/or charts. Repeating or restating the specifications without sufficient elaboration will be considered as an indication of a lack of understanding of the requirement.

Factor 1: Work Plan

The factor evaluates the offeror’s understanding of the required scope of work, identifying the major tasks and outline all major work necessary to complete those tasks. The work plan will be separated into three sections 1) Schedule; 2) Contractor Roles; 3) Narrative.

Section 1 – Schedule.

Develop a project schedule for the entire project duration from contract award to contract closeout. The schedule must be in PERT and GANTT format and shall not exceed two five 11- by 17-inch pages, when printed.

This DRAFT schedule shall be a high-level schedule demonstrating the Offeror’s understanding of the requirements in this solicitation. It should include the completion of all base-bid items of work and depict nodes and activities necessary to complete each phase of work (design, manufacture/fabrication, and installation) as described in the specification and correspond to the offeror’s discussion of critical path and assumptions. For proposal purposes only, the offeror should use Notice to Proceed plus ‘x days.’ The schedule shall include the technical content listed below in P6 Primavera PERT and GANTT or Microsoft Project. Schedules not in one of these two formats (e.g., document table or spreadsheet) will not be evaluated.

1. For each line or activity on the schedule, identify the tasks and milestones listed below.

a. Activity name and/or description and durations strictly reflecting the Monday through Thursday 10-hour days at Libby Dam

b. Start and finish milestones

c. Float in days

2. Show tasks in successor order with relationships (e.g., start to start and start to finish) to successor activities

3. Clearly identify critical path activities

4. The following milestones must be clearly represented on the schedule.

a. Notice to proceed

b. Beneficial occupancy

c. Existing crane removal

d. Contract completion

5. The following phases or specific tasks must be represented on the schedule.

a. Design, including submittals preparation and Government submittals review (accounting for contract defined submittal review times; 30-days)

b. Manufacturing/Fabrication, including equipment procurement and delivery, identifying items with particularly long lead times

c. Installation, including new crane erection, testing, and commissioning; rail heater repairs; and old crane removal

d. Government personnel training

e. Preparation, submittal, and Government operation and maintenance manual and as-built drawings review

Section 2 – Contractor Roles:

Identify whether the offeror will be self-performing, or sub-contracting the major sub-portions of work indicated below:

New crane Design New crane Manufacturing

New crane Installation

If the Offeror proposes a subcontractor for the design, manufacturing, and/or installation of the new crane, the Offeror must submit a signed letter of commitment from the subcontractor. The letter of commitment must clearly identify the role of the subcontractor and what portion of the work they will be performing.

The work plan does not need to identify sub-contractors performing minor portions of the work such as: load test weights, purchased items such as gearboxes, motors, or variable frequency drives, or transportation to the job site.

If the Offeror proposes a joint venture for the design, manufacture, and/or installation of the new crane, the Offeror must submit a joint venture agreement signed by all participating firms. The agreement must identify the role of each party.

Section 3 – Narrative:

The narrative must not exceed 15, single sided, 8.5- by 11-inch sized pages when printed. The narrative must include and/or address the technical content listed below.

A detailed narrative for accomplishing the work for each major tasks of work required by this RFP.

o New crane design o New crane components fabrication o New crane shop assembly o New crane shop testing o New crane transportation to the Libby Dam project site o New crane on-site installation and assembly o New crane inspection and load testing o Existing crane removal.

Address the likely risks and challenges completing design; manufacturing; and installation, certification, and cutover in the required contract period of performance and the Offeror’s plan for managing these risks.

Supporting discussion of the schedule Plan for managing subcontractors (if applicable).

Factor 2: Past Performance

If a completed CPARS evaluation is available, it shall be submitted with the proposal. If there is not a completed CPARS evaluation, the standard Past Performance Questionnaire (PPQ) for USACE shall be submitted, Form PPQ-0 (9/30/11) is provided as Attachment A to the solicitation. PPQ-0 is provided for the offeror or its team members to submit to the client for each project the offeror includes in its proposal under Factor 2, Past Performance, and for which a completed CPARS evaluation is not available. (Ensure correct phone numbers and email addresses are provided for the client point of contact.) Do not submit a PPQ when a completed CPARS is available.

Completed PPQs should be submitted with your proposal. If the offeror is unable to obtain a completed PPQ from a client for a project(s) before proposal closing date, the offeror should complete and submit with the proposal the first page of the PPQ (Attachment A), which will provide contract and client information for the respective project(s).

Offerors should follow- up with clients/references to ensure timely submittal of questionnaires. If the client requests, questionnaires may be submitted directly to the Government's point of contact, Alex Marcinkiewicz, via email at alex.r.marcinkiewicz@usace.army.mil prior to proposal closing date. Offerors shall not incorporate by reference into their proposal PPQs or CPARS previously submitted for other RFPs; however, this does not preclude the Government from utilizing previously submitted PPQ information in the past performance evaluation. The offerors shall instruct the clients to refer the solicitation number in the subject line. The PPQs are Source Selection materials. All successfully submitted PPQs will receive an e-mail confirmation upon receipt. If the offeror does not receive the confirmation, it is their responsibility to follow up to ensure the Government has received the information.

Also include performance recognition documents received within the last five seven years such as awards, award fee determinations, customer letters of commendation, and any other forms of performance recognition. In addition to the above, the Government may review any other sources of information for evaluating past performance. Other sources may include, but are not limited to, past performance information retrieved through the PPIRS, including Contractor Performance Assessment Reporting System (CPARS), using all CAGE/DUNS numbers of team members (partnership, joint venture, teaming arrangement, or parent company/subsidiary/affiliate) identified in the offeror’s proposal, inquiries of owner representative(s), FAPIIS, telephone interviews with organizations familiar with the offeror’s performance, Government personnel with personal s performance capability, and any other known sources not provided by the offeror.

While the Government may elect to consider data from other sources, the detailed, current, accurate and complete past performance information rests with the Offeror.

Factor 3: Experience

Offerors shall provide project information on relevant projects that best demonstrate the breadth and depth of an Offeror’s and/or their Subcontractor’s relevant new crane design, manufacturing, and installation experience.

If a sub-contractor is identified in Factor 1, the experience of that sub-contractor must be represented in the submitted project information. If a sub-contractor’s experience is included in Factor 3, that sub-contractor must be identified in Factor 1.

For each sub-factor in Factor 3, submit a minimum of one and maximum of three relevant projects. Projects must have been completed within seven years of the date of issue of the RFP or ongoing. For ongoing projects, the minimum level of completion is specified in each sub-factor. If the proposal includes more than three projects for each sub-factor, only the first three projects, in the order they appear in the proposal, will be evaluated.

The projects submitted for each sub-factor do not have to be the same. The combined experience demonstrated by the submitted projects must cover the general relevancy requirements and the specific relevancy requirements of each sub-factor.

The general relevancy requirements and definitions are as follows:

Submitted projects should involve the design, manufacture, and installation of new traveling cranes, including gantry cranes, semi-gantry cranes, or overhead (bridge cranes). All crane definitions are per

ASME B30.2.

The crane for each project submitted should have at least one hoist with a load rating of 50 tons or greater.

The crane for each project submitted should be custom designed or engineered to the specific installation.

Experience involving cranes that are considered “off-the-shelf” or “pre-engineered” items is considered not relevant.

For each project submitted, included the following information:

1. Project title and location

2. Dollar value of Project

3. Construction period (month/year start/end)

4. Customer point of contact (POC). Include: Name, title, email address, and telephone number.

5. Detailed project relevance narrative that, at a minimum, provides a description of how the project is relevant. Include information regarding the following, at a minimum:

a. Type of crane

b. Capacity of each hoist on the crane,

c. Number of trolleys

d. Identify the firm or firms that performed work and the role and extent of work for each firm.

e. Include a detailed description of the design, manufacturing, and/or installation experience involved with the project. See sub-factors for additional relevancy requirements that the narrative should address. Any engineering drawings and sketches must be accompanied by narrative explaining the drawings and sketches

Sub-factor 1: Design

Submit relevant project information for experience in designing new cranes. Submitted information should cover experience with design of the features in the list below.

Gantry frames Trolley frames End trucks Hoists Travel drives Operator’s cabs Crane controls and associated electrical equipment

For projects that are ongoing, the design must be 100 percent complete and crane fabrication begun. For design, 100 percent complete is defined as all crane design submittals and/or documentation have been approved by the owner/customer and released for construction. Projects that do not meet this level of completion will not be evaluated.

Sub-Factor 2: Manufacturing

Submit relevant project information for experience in manufacturing new cranes. Submitted information should cover the experience with the manufacture, fabrication, and shop assembly activities listed below.

Gantry frames Trolley frames End trucks Hoists Travel drives Operator’s cabs Crane controls and associated electrical equipment Integrated shop testing of new hoists, travel drives, end truck, crane controls, drives, and associated electrical equipment

For projects that are ongoing, the manufacturing must be 100 percent complete and the crane shipped to the work site. Projects that do not meet this level of completion will not be evaluated.

Sub-Factor 3: Installation

Submit relevant project information for experience in installing new cranes. Submitted information should cover experience with on-site activities listed below.

Gantry frame assembly Hoist trolley placement Field surveys Inspections Load testing Acceptance testing

For projects that are ongoing, the assembly and commissioning must be 100 percent complete and the owner/customer must have beneficial occupancy of the crane. Projects that do not meet this level of completion will not be evaluated.

6. DETAILED CONTENT REQUIREMENTS FOR VOLUME 2: PRICE PROPOSAL

This volume shall consist of all information, required to support proposed prices.

Price Proposal, Volume 2 (TABS 1-4)

TAB 1: Cover Letter: Submit a cover letter as the first page of this volume. The cover letter shall reflect the following information:

a. RFP number.

b. Name, address, e-mail address, and telephone numbers of the firm signing the SF 1442.

c. Names, titles, e-mail addresses, telephone numbers of person(s) authorized to negotiate on the firm's behalf with the Government in connection with this RFP.

d. Name, title, and signature of the person(s) authorized to sign the proposal.

e. A statement specifying agreement with all terms, conditions, and provisions included in the RFP and agreement to furnish any and all items upon which prices are offered at the proposed item prices.

f. A statement indicating compliance with all insurance requirements stated herein and that evidence of such will be provided after Contract award.

g. Final Proposal Revisions: If required to submit a Final Proposal Revision following evaluation of initial proposals, the accompanying cover letter must identify all changes made to the firm's initial proposal.

h. Prime Offeror: If the Offeror is submitting as a Joint Venture (JV), the DUNS and CAGE

Code for each firm representing the JV must be included.

TAB 2: SF1442, SOLICITATION, ALL AMENDMENTS AND OFFER

This tab will not be rated, but will be evaluated for responsiveness. The SF1442 shall be filled out completely by the offeror and signed by an official that is authorized to bind the company. The offeror shall also acknowledge all amendments to the solicitation in Block 19 of the 1442.

TAB 3: Bid Price Schedule

Section 00 10 00. Provide a completed bid Price schedule.

TAB 4: COMPLETED REPRESENTATIONS AND CERTIFICATIONS

Section 00 45 00, Representations and Certifications and Pre-Award information, fill in all information to include company information, banking information and bonding/surety information of the firm signing the SF1442.

PROPOSAL EXPENSES AND PRE-CONTRACT COSTS

The Government is in no way responsible for costs incurred in the preparation of a proposal or for any other costs incurred prior to the execution of a contract.

(End of Summary of Changes)

Libby Dam Intake Gantry Crane Replacement 19017 Libby Dam, MT

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 35 45.00 10

CHEMICAL DATA QUALITY CONTROL

04/06

PART 1 GENERAL

1.1 REFERENCES

1.2 ACRONYMS

1.3 MEASUREMENT AND PAYMENT

1.4 CHEMISTRY REQUIREMENTS

1.5 SUBMITTALS

1.6 QUALITY ASSURANCE ELEMENTS

1.6.1 Laboratory Validation Requirements

1.7 QUALIFICATIONS

1.7.1 Environmental Sampler

1.8 COORDINATION MEETING

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.2 QUALITY CONTROL PLAN

3.2.1 Chemistry Elements of the CQC Plan

3.2.1.1 Qualifications

3.3 SAMPLING AND ANALYSIS PLAN (SAP)

3.3.1 Field Sampling Plan (FSP)

3.3.2 Quality Assurance Project Plan (QAPP)

3.4 CONTROL OF CHEMICAL DATA QUALITY

3.5 ANALYTICAL TESTING LABORATORIES

3.5.1 Laboratory Analytical Requirements

3.5.2 Laboratory Performance

3.6 CHEMICAL DATA FINAL REPORT

3.7 DOCUMENTATION

3.8 NOTIFICATION OF NON-COMPLIANCE

-- End of Section Table of Contents --

SECTION 01 35 45.00 10 Page 1

W912DW21R0028 R0003

SECTION 01 35 45.00 10

CHEMICAL DATA QUALITY CONTROL

04/06

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 200-1-1 (1994) Environmental Quality -- Validation of Analytical Chemistry Laboratories

EM 200-1-3 (2001) Engineering and Design -- Requirements for the Preparation of Sampling and Analysis Plans

EM 200-1-6 (1997) Environmental Quality -- Chemical Quality Assurance for HTRW Projects

ER 1110-1-263 (1998) Engineering and Design -- Chemical Data Quality Management for Hazardous, Toxic, Radioactive Waste Remedial Activities

U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA)

EPA SW-846.3-3 (1999, Third Edition, Update III-A) Test Methods for Evaluating Solid Waste:

Physical/Chemical Methods

1.2 ACRONYMS

The definition of acronyms used by the Contractor that pertain to chemical data quality control shall be clearly defined for all contract related products and communications.

1.3 MEASUREMENT AND PAYMENT

Separate payment will not be made for providing and maintaining the chemical data quality requirements including the chemical data quality management, chemical data validation, minimum chemical data reporting requirements, and chemical data quality submittal requirements; these costs shall be included in the applicable unit prices or lump sum prices contained in the bidding schedule.

1.4 CHEMISTRY REQUIREMENTS

Chemical Data Quality Control (CDQC) shall be as defined in ER 1110-1-263 ;

this ER, which integrates USACE guidance on the subject, shall be supplemented by EM 200-1-6 for detail technical guidance on CDQC. Tables

SECTION 01 35 45.00 10 Page 2 and charts defining Design Analysis (DA), ROD, and remedial technology specific chemistry shall be according to or consistent with EM 200-1-3 .

1.4.1 Data Quality Objectives (DQO)

Sample acquisition, chemical analysis and chemical parameter measurements shall be performed so that the resulting data meet and support data use requirements. The chemical data shall be acquired, documented, verified and reported to ensure that the specified precision, accuracy, representativeness, comparability, completeness and sensitivity requirements are achieved.

1.5 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are forinformation only. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-03 Product Data

Sampling and Analysis Plan; G

Submit no later than five days after receipt of notice to proceed.

SD-06 Test Reports

Chemical Data Final Report; G

Label each report with the contract number, project name and location.

1.6 QUALITY ASSURANCE ELEMENTS

Follow the QA elements necessary to monitor and ensure the quality of chemical data produced.

1.6.1 Laboratory Validation Requirements

Propose the minimum number of laboratories that can attain or have attained U.S. Army Corps of Engineers (USACE) validation in accordance with EM 200-1-1 and consistent with contract required chemical data quality. The Contractor may propose laboratories that shall subsequently be validated by the USACE, or select currently validated USACE laboratories. Identify all proposed project laboratories in the sampling and analysis plan (SAP). If a proposed analytical laboratory cannot meet specified analytical requirements or achieve the required validation, select another laboratory. If not currently validated, the USACE laboratory validation process requires a nominal 120 day process.

1.7 QUALIFICATIONS

Personnel will have the following qualifications.

1.7.1 Environmental Sampler

As a minimum, the Contractor's Environmental Sampler shall have: a bacholors degree in Chemistry, Environmental Science, Engineering, Geology, Hydrology, or a related field; 3 years of experience in the

SECTION 01 35 45.00 10 Page 3

W912DW21R0028 R0003

g3endnp9 Line g3endnp9 Rectangle development and preparation of SAP and work plans; 3 years of experience in and knowledge of EPA methods for collecting environmental and hazardous waste samples. The Environmental Sampler shall collect all onsite samples. The Environmental Sampler shall review the sampling results, and provide recommendations for the Contractor's sampling program.

1.8 COORDINATION MEETING

After the preconstruction conference, before any sampling or testing, the Contractor and the Contracting Officer will meet at the project site to discuss the SAP. Management of the chemical data quality system including project DQO, project submittals, chemical data documentation, chemical data assessment, required sampling and analysis protocols, and minimum data reporting requirements shall be agreed upon. The meeting will serve to establish an interrelationship between the Contractor's chemical data quality management and Government chemical quality assurance requirements. Minutes of the meeting will be documented by the Government and shall be signed by both the Contractor and the Contracting Officer.

The minutes will include any or all unresolved chemical issues along with the conditions for resolution and will become a part of the contract file.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Provide chemical sample acquisition, sample analysis, instrumental measurements of chemical parameters for chemical data quality control. An effective chemical data quality control system shall be established that meets the requirements for the chemical measurement DQO applicable to the project. The system shall cover chemical measurements pertaining to and required for Contractor and subcontractor produced chemical data. Control field screening, sampling, and testing in conjunction with remedial activities to meet all DQO; minimize the amount of excavated material requiring temporary storage; prevent dilution of contaminated soils with clean soils; and ensure completion of work within the required time.

3.2 QUALITY CONTROL PLAN

The quality control plan shall cover the following items. This information may be covered within the SAP.

3.2.1 Chemistry Elements of the CQC Plan

To cover contract related chemical measurements by the Contractor and all subContractors, the CQC Plan shall include the following as a minimum.

3.2.1.1 Qualifications

Names, education, experience qualifications, authorities, and decision-making responsibilities of all chemical quality management and support personnel. The CQC Plan shall contain a copy of a letter from the project QC manager designating and authorizing a Chemical Quality Control Officer (the Environmental Sampler).

SECTION 01 35 45.00 10 Page 4

3.3 SAMPLING AND ANALYSIS PLAN (SAP)

Prepare the SAP in accordance with CDQC requirements and EM 200-1-3 . The SAP is a single document that contains two distinct elements: FSP and QAPP. The SAP confirms the Contractor's understanding of the contract requirements for chemical data quality control, and describes procedures for field sampling and sample submittal for analysis, field chemical parameter measurement, data documentation, data assessment and data reporting requirements. In the SAP, delineate the methods to be used to accomplish the chemical quality control items to assure accurate, precise, representative, complete, legally defensible and comparable data.

Describe all chemical parameter measurements for all matrices for all phases of the remediation contract. As a single interrelated document, provide the SAP to field and laboratory personnel. Original/innovative approaches to chemical parameter measurements may be proposed for cost reduction and remediation efficiency by abbreviated sampling, contingency sampling and/or contingency analysis, indicator or tracer analysis, onsite analytical services, equivalency or screening methods. Clearly identify the Contractor obtained laboratories. Address all levels of the investigation with enough detail to become a document which may be used as an audit guide for field and laboratory work. Furnish copies of the Government approved SAP to all laboratories and the Contractor's field sampling crew.

3.3.1 Field Sampling Plan (FSP)

The FSP contains necessary technical detail and direction for the field personnel to understand sampling and field measurement requirements. In the FSP provide a comprehensive description and full detail for personnel to perform all onsite activities required to attain project DQO, including: locations of samples, sampling procedures for onsite and offsite chemical analysis, summaries of analyses to be performed on samples, shipment of samples for offsite analyses, performance of onsite and offsite instrumental parameter measurements, data documentation and reporting requirements.

3.3.2 Quality Assurance Project Plan (QAPP)

The QAPP contains necessary technical detail and direction for field and laboratory personnel to understand project sample analysis, quality control and data reporting requirements, analytical methods, required detection limits, QC requirements, and data validation and reporting requirements.

3.4 CONTROL OF CHEMICAL DATA QUALITY

Contractor chemical data quality control ensures that a quality control program is in place that assures sampling and analytical activities and the resulting chemical parameter measurement data comply with the DQO and the requirements of the SAP. Utilize the three-phase control system that includes a preparatory, initial and follow-up phase for each definable feature of work.

3.5 ANALYTICAL TESTING LABORATORIES

Propose the analytical laboratories to be used for the primary samples analyses. Laboratory validation requirements shall be in accordance with paragraph Laboratory Validation Requirements. The Contractor may utilize its own laboratory or utilize subcontract laboratories to achieve the

SECTION 01 35 45.00 10 Page 5 primary required sample analyses.

3.5.1 Laboratory Analytical Requirements

Provide the specified chemical analyses by the Contractor's laboratory.

Provide chemical analyses to achieve the project DQO for all parameters specified by the methods. To give the USACE programs the greatest flexibility in the execution of its projects, the EPA SW-846.3-3 methods are generally the methods employed for the analytical testing of environmental samples. These methods are flexible and shall be adapted to individual project-specific requirements.

3.5.2 Laboratory Performance

Provide continued acceptable analytical performance and shall establish a procedure to address data deficiencies noted by review and/or quality assurance sample results. Provide and implement a mechanism for providing analytical labs with the SAP or QAPP portion of the SAP, for monitoring the lab's performance and for performing corrective action procedures.

Acquire analytical services with additional USACE validated laboratories in the event a project lab loses its validation status during the project.

3.6 CHEMICAL DATA FINAL REPORT

The CDFR shall be produced including a summary of quality control practices employed and all chemical parameter measurement activities after project completion. As a minimum, the CDFR shall contain the following:

a. Summary of project scope and description.

b. Summary of any deviations from the design chemical parameter measurement specifications.

c. Summary of chemical parameter measurements performed as contingent measurements.

d. Summary discussion of resulting data including achieving data reporting requirements.

e. Summary of achieving project specific DQO.

f. Presentation and evaluation of the data to include an overall assessment on the quality of the data for each method and matrix.

g. Internal QC data generated during the project, including tabular summaries correlating sample identifiers with all blank, matrix spikes, surrogates, duplicates, laboratory control samples, and batch identifiers.

h. A list of the affected sample results for each analyte (indexed by method and matrix) including the appropriate data qualifier flag (J, B, R, etc.), where sample results are negatively impacted by adverse quality control criteria.

i. Summary of field and laboratory oversight activities, providing a discussion of the reliability of the data, QC problems encountered, and a summary of the evaluation of data quality for each analysis and matrix as indicated by the laboratory QC data and any other relevant findings.

SECTION 01 35 45.00 10 Page 6

j. Conclusions and recommendations.

k. Appendices containing: (1) Chemistry data package, and (2) Results of the Chemical Quality Assurance Report (CQAR). The CQAR is a Government produced document achieved through the inspection and analysis of QA samples and corresponding project sample data. The CQAR will include review of all QC parameters such as holding times, detection limits, method blanks, surrogate recoveries, matrix spikes and duplicates, and inter-laboratory and intra-laboratory data comparisons.

3.7 DOCUMENTATION

Documentation records shall be provided as factual evidence that required chemical data has been produced and chemical data quality has been achieved. The documentation shall comply with the requirements specified in paragraphs SAMPLING AND ANALYSIS PLAN, CHEMISTRY DATA PACKAGE, and

CHEMICAL DATA FINAL REPORT.

3.8 NOTIFICATION OF NON-COMPLIANCE

The Contracting Officer will notify the Contractor of any detected noncompliance with the foregoing requirements. Take immediate corrective action after receipt of such notice.

-- End of Section --

SECTION 01 35 45.00 10 Page 7

SECTION TABLE OF CONTENTS

DIVISION 41 - MATERIAL PROCESSING AND HANDLING EQUIPMENT

SECTION 41 01 20.74 26

NEW INTAKE GANTRY CRANE MECHANICAL AND STRUCTURAL WORK

PART 1 GENERAL

1.1 DESCRIPTION OF WORK

1.2 REFERENCES

1.3 SUBMITTALS

1.4 NEW GANTRY CRANE

1.4.1 Crane Description

1.4.2 Design

1.4.3 Appearance

1.4.4 Functions

1.4.5 Ambient Operating Temperatures

1.4.6 Gantry Wheel Load

1.4.7 Gantry Structure Configuration

1.4.8 Trolley Structure Configuration

1.4.9 Gantry Drive Configuration and Function

1.4.10 Trolley Drive Configuration and Function

1.4.11 Hoist Configuration

1.4.12 Actuating Hoist Configuration and Operation

1.4.12.1 Actuating Hoist Configuration

1.4.12.2 Actuating Hoist Operation

1.5 DESIGN CRITERIA

1.5.1 Loading

1.5.1.1 General

1.5.1.1.1 Definitions

1.5.1.2 Dead Loads

1.5.1.3 Live Loads

1.5.1.4 Combination of Loads

1.5.2 Structural Design Criteria

1.5.2.1 Fatigue Design

1.5.3 Mechanical Equipment

1.5.3.1 Mechanical Equipment Allowable Stresses

1.5.3.2 Shafting

1.5.3.3 Gears and Speed Reducers

1.5.3.4 Wire Rope

1.5.3.5 Drum Stresses

1.5.3.6 Machinery Efficiencies

1.5.4 Stability

1.5.5 Stiffness

1.5.6 Use of Cast Iron

1.5.7 Connections

1.5.7.1 Shop Connections

1.5.7.2 Welded Connections

1.5.7.3 Bolted Connections

1.6 SUBMISSION OF CRANE DESIGN DATA

1.6.1 Design Data Packages

1.6.2 Crane Design Data Package Contents

1.6.3 Registered Professional Engineers

1.6.4 Bill of Materials/Schedule of Equipment

1.6.5 Drawings

1.6.5.1 Drawings-General

SECTION 41 01 20.74 26 Page 1

1.6.5.2 Drawing Index

1.6.5.3 Dimensioned Assembly Drawings

1.6.5.4 Detailed Shop Drawings

1.6.5.5 Crane Coverage Diagram

1.6.5.6 Gantry Wheel Loading Diagram

1.6.5.7 Speed Reducer Certified Prints

1.6.6 Product Data for Gantry Crane Components

1.6.7 Design Calculations

1.6.7.1 General

1.6.7.2 Computer Aided Design

1.6.7.3 Structural Frame Design Calculations

1.7 FINAL APPROVED VERSIONS OF CONTRACTOR PREPARED DRAWINGS AND FINAL

CALCULATIONS

1.7.1 Final Approved Versions of Contractor Prepared Drawings

1.7.2 Final Calculations

1.8 FIELD MEASUREMENTS

1.9 MANUFACTURER'S REPRESENTATIVE

1.10 OPERATION AND MAINTENANCE MANUALS

PART 2 PRODUCTS

2.1 NAMEPLATES AND CAPACITY PLATES

2.1.1 Nameplates - General

2.1.2 Contractor's Nameplate

2.1.3 Capacity Plates

2.1.4 Plate Details

2.1.5 Warning Labels

2.2 GANTRY STRUCTURE

2.2.1 Gantry Frame

2.2.2 Gantry Jacking Pads And Jacking Points

2.2.3 Gantry Trucks

2.2.4 Gantry Truck Pivot (Equalizer) Pin Components

2.2.4.1 Pivot Pins

2.2.4.2 Pivot Bushings

2.3 TROLLEY STRUCTURE

2.3.1 Trolley General

2.3.2 Trolley Frame

2.3.3 Trolley Jacking Pads

2.3.4 Trolley Lifting Eyes

2.3.5 Trolley Trucks

2.4 TROLLEY BUMPERS

2.5 GEARS AND SPEED REDUCERS

2.5.1 Gear Design

2.5.2 Gear Rating

2.5.3 Gear Manufacture and Assembly

2.5.4 Gear Dimension, Quality, and Hardness Verification

2.5.4.1 Required Inspections

2.5.4.2 Gear Inspection Procedure

2.5.4.3 Gear Inspection Report

2.5.5 Speed Reducers

2.5.5.1 Speed Reducers - General

2.5.5.2 Special Speed Reducers

2.5.5.3 Speed Reducer Rating

2.5.5.4 Speed Reducer Cases

2.5.5.5 Speed Reducer Lubrication

2.5.5.6 Speed Reducer Nameplate

2.6 GEARMOTORS

2.7 BEARINGS

2.7.1 Bearings - General

SECTION 41 01 20.74 26 Page 2

2.7.2 Bearing Bases

2.7.3 Sleeve-Type

2.7.3.1 General

2.7.3.2 Self-Lubricating Composite

2.7.3.3 Bronze

2.7.4 Anti-Friction Type

2.7.5 Bearing Installation

2.8 SHAFTING

2.8.1 Shafting General

2.8.2 Shafting Stresses

2.9 AXLES

2.10 WHEELS

2.10.1 Wheels, General

2.10.2 Wheel loading

2.11 KEYS AND KEYSEATS

2.12 FITS

2.13 COUPLINGS

2.13.1 Shaft Couplings

2.13.1.1 Shaft Couplings - General

2.13.1.2 Shaft Coupling Configuration

2.13.2 Barrel Couplings

2.14 PINS

2.15 HOIST DRUMS

2.15.1 General Drum Design

2.15.2 Drum Materials

2.15.3 Hoist Drum to Reducer Connection

2.15.4 Post-Weld Stress-Relief

2.15.5 Hoist Drum Weld Inspection

2.15.6 Painting

2.15.7 Drum Shell

2.15.8 Drum Final Machining Tolerances

2.15.9 Drum Shell Measurements

2.15.10 Drum Groove Measurements

2.16 SHEAVES AND LOAD BLOCKS

2.16.1 Load Blocks

2.16.2 Sheaves

2.16.3 Sheave Pins

2.16.4 Load Hooks

2.17 WIRE ROPE

2.17.1 Wire Rope General Requirements

2.17.2 Actuating Hoist Wire Rope and Fittings

2.17.3 Wire Rope Material Certificates

2.18 LUBRICANTS

2.18.1 General

2.18.2 Compatibility Testing of Greases

2.18.3 Lubricating Oil for New Speed Reducers

2.18.4 New Lubricating Oil Cleanliness

2.18.5 Grease

2.18.5.1 General Purpose Grease

2.18.5.2 Coupling Grease

2.19 GREASE LINES AND GREASE FITTINGS

2.20 GUARDS, COVERS, AND DRIP PANS

2.20.1 Guards

2.20.2 Drip Pans

2.20.3 Speed Reducer Secondary Containment

2.21 FIRE EXTINGUISHERS

2.22 TOOL HOIST

2.22.1 General

2.22.2 Electric Wire Rope Hoist and Trolley

SECTION 41 01 20.74 26 Page 3

2.22.3 Floor Mounted Jib

2.23 RIGGING STORAGE

2.24 VISUAL POSITION INDICATORS

2.25 OIL DRAINAGE SYSTEM

2.26 AIR DISTRIBUTION SYSTEM

PART 3 EXECUTION

3.1 GENERAL

3.2 INSPECTIONS AND HOLD POINTS

3.2.1 General

3.2.2 Inspections

3.2.3 Hold Points

3.3 FABRICATION AND ASSEMBLY

3.3.1 General

3.3.2 Materials

3.3.3 Welding and Inspection

3.3.4 Painting

3.3.5 Wiring and Conduit

3.3.6 Shop Assembly

3.4 SHOP AND FIELD TESTING

3.5 PREPARATION FOR SHIPMENT

3.6 CRANE ERECTION

3.6.1 General

3.6.2 Erection Procedure

3.6.3 Shore Power Connection and Changeover.

3.6.3.1 Power-During Crane Erection

3.6.3.2 Initial Connection

3.6.3.3 Transfer to Permanent

3.6.4 Emergency Crane Coverage During Erection

3.7 EQUIPMENT SERVICING

3.8 VERIFICATION OF NEW CRANE WEIGHT

3.9 WIRE ROPE FLUX LEAKAGE TESTING

3.9.1 Magnetic Flux Leakage Test Requirements

3.9.2 Magnetic Flux Leakage Test Plan

3.9.3 Magnetic Flux Leakage Test Report

3.10 LUBRICATING OIL SAMPLING AND TESTING

3.10.1 Lubricating Oil Sample Collection

3.10.2 Lubricating Oil Testing

3.11 BOLTED CONNECTIONS

3.11.1 Tightening of New Fasteners

3.12 HOIST BRAKE ALIGNMENT, RUN-IN, AND TORQUE VERIFICATION

3.12.1 Alignment and Run-In Procedure

3.12.2 Torque Test

3.13 WHEEL ALIGNMENT SURVEY

3.14 GANTRY FRAME ALIGNMENT SURVEY

3.15 SHAFT ALIGNMENT

3.16 DYNAMIC BALANCING OF MACHINERY

-- End of Section Table of Contents --

SECTION 41 01 20.74 26 Page 4

SECTION 41 01 20.74 26

NEW INTAKE GANTRY CRANE MECHANICAL AND STRUCTURAL WORK

PART 1 GENERAL

1.1 DESCRIPTION OF WORK

This section covers the structural and mechanical work for the new intake gantry crane. The new crane will operate on existing crane rails that run the full length of the powerhouse intake deck and the spillway deck.

The existing intake gantry crane is rated for 75 tons and must be removed from the site by the Contractor. Removal of the existing crane is addressed in SECTION 02 41 16.00 26

The following mechanical and structural work must be completed: Design, manufacture and erect complete new 100 ton intake gantry crane.

1.2 REFERENCES

The publications listed below form a part of this specification to the extent indicated by the reference. The publications are referred to in the text by basic definition only.

AMERICAN BEARING MANUFACTURERS ASSOCIATION (ABMA)

ABMA 8.2 (2010) Ball and Roller Bearing Mounting Accessories, Inch Design

ABMA 19.1 (2011) Tapered Roller Bearings - Radial Metric Design

ABMA 19.2 (2013) Tapered Roller Bearings - Radial Inch Design

ABMA 20 (2011) Radial Bearings of Ball, Cylindrical Roller and Spherical Roller Types Metric Design

AMERICAN GEAR MANUFACTURERS ASSOCIATION (AGMA)

ANSI/AGMA 9005 (2016) Industrial Gear Lubrication

ANSI/AGMA 2001 (2004D; R 2010) Fundamental Rating Factors and Calculation Methods for Involute Spur and Helical Gear Teeth

ANSI/AGMA 2007 (2007C; R 2014) Surface Temper Etch Inspection After Grinding

ANSI/AGMA 2015-1 (2001A; R 2014) Accuracy Classification System - Tangential Measurements for Cylindrical Gears

ANSI/AGMA 6001 (2008E; R 2014) Design and Selection of Components for Enclosed Gear Drives

SECTION 41 01 20.74 26 Page 5

ANSI/AGMA 6013 (2006A; R 2011) Standard for Industrial Enclosed Gear Drives

AGMA 9002 (2014C) Bores and Keyways for Flexible Couplings (Inch Series)

ASME INTERNATIONAL (ASME)

ASME B4.1 (1967; R 2009) Preferred Limits and Fits for Cylindrical Parts

ASME B17.1 (1967; R 2013) Keys and Keyseats

ASME B30.17 (2015) Overhead and Gantry Cranes (Top Running Bridge, Single Girder, Underhung Hoists)

ASME B30.2 (2016) Overhead and Gantry Cranes (Top Running Bridge, Single or Multiple Girder, Top Running Trolley Hoist)

ASME B30.10 (2014) Hooks

ASME B30.16 (2017) Overhead Underhung and Stationary Hoists

ASME B30.23 (2011) Personnel Lifting Systems Safety Standard for Cableways, Cranes, Derricks, Hoists, Hooks, Jacks, and Slings

ASME HST-4 (2016) Performance Standard for Overhead Electric Wire Rope Hoists

ASSOCIATION FOR IRON AND STEEL TECHNOLOGY (AIST)

AIST PB-229 (2008) Stainless Steels: A Steel Products Manual

AIST TR-06 (2018) Specification For Electrical Overhead Traveling Cranes For Steel Mill Service

ASTM INTERNATIONAL (ASTM)

ASTM A1023/A1023M (2015) Standard Specification for Stranded Carbon Steel Wire Ropes for General Purposes

ASTM A36/A36M (2014) Standard Specification for Carbon Structural Steel

ASTM A108 (2013) Standard Specification for Steel Bar, Carbon and Alloy, Cold-Finished

ASTM A276/A276M (2017) Standard Specification for Stainless Steel Bars and Shapes

ASTM A312/A312M (2017) Standard Specification for

SECTION 41 01 20.74 26 Page 6

Seamless, Welded, and Heavily Cold Worked Austenitic Stainless Steel Pipes

ASTM A322 (2013) Standard Specification Steel Bars, Alloy, Standard Grades

ASTM A48/A48M (2003; R 2012) Standard Specification for Gray Iron Castings

ASTM A504/A504M (2014) Standard Specification for Wrought Carbon Steel Wheels

ASTM A564/A564M (2013) Standard Specification for Hot-Rolled and Cold-Finished Age-Hardening Stainless Steel Bars and Shapes

ASTM A572/A572M (2015) Standard Specification for High-Strength Low-Alloy Columbium-Vanadium Structural Steel

ASTM B22 (2017) Bronze Castings for Bridges and Turntables

ASTM D445 (2017a) Standard Test Method for Kinematic Viscosity of Transparent and Opaque Liquids (and the Calculation of Dynamic Viscosity)

ASTM D570 (1998; E 2010; R 2010) Standard Test Method for Water Absorption of Plastics

ASTM D664 (2011a; R 2017) Standard Test Method for Acid Number of Petroleum Products by Potentiometric Titration - British Standard 4457; IP Designation: 177/96

ASTM D217 (2017) Standard Test Methods for Cone Penetration of Lubricating Grease

ASTM D2509 (2014) Standard Test Method for Measurement of Load-Carrying Capacity of Lubricating Grease (Timken Method)

ASTM D3846 (2008) Standard Test Method for In-Plane Shear Strength of Reinforced Plastics

ASTM D4057 (2012) Standard Practice for Manual Sampling of Petroleum and Petroleum Products

ASTM D4425 (2009; R 2014) Standard Test Method for Oil Separation From Lubricating Grease by Centrifuging (Koppers Method)

ASTM D5185 (2013; E 2014) Determination of Additive Elements, Wear Metals, and Contaminants in Used Lubricating Oils and Determination of Selected Elements in Base Oils by Inductively Coupled Plasma Atomic Emission

SECTION 41 01 20.74 26 Page 7

Spectrometry (ICP-AES)

ASTM D6185 (2011) Evaluating Compatibility of Binary Mixtures of Lubricating Greases

ASTM D6304 (2016; E 2016) Standard Test Method for Determination of Water in Petroleum Products, Lubricating Oils, and Additives by Coulometric Karl Fischer Titration

ASTM D695 (2010) Standard Test Method for Compressive Properties of Rigid Plastics

ASTM E1571 (2011; R 2016; E 2016) Standard Practice for Electromagnetic Examination of Ferromagnetic Steel Wire Rope

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

AISC 325 (2017) Steel Construction Manual

AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)

ANSI B11/STD B11.19 (2010) Machines – Performance Criteria for Safeguarding

AMERICAN WELDING SOCIETY (AWS)

AWS D1.1/D1.1M (2020) Structural Welding Code - Steel

CRANE MANUFACTURERS ASSOCIATION OF AMERICA (CMAA)

CMAA 70 (2015) Specification for Top Running Bridge and Gantry Type Multiple Girder Electric Overhead Traveling Cranes

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

U.S. GENERAL SERVICES ADMINISTRATION (GSA)

CID A-A-59326 (Rev D) General Specification For Coupling Halves, Quick-Disconnect, Cam-Locking Type

FS RR-W-410 (Rev H) Wire Rope and Strand

INTERNATIONAL ORGANIZATION FOR STANDARDIZATION (ISO)

ISO 1940-1 (2003; R 2008) Mechanical Vibration - Balance Quality Requirements for Rotors in a Constant (Rigid) State - Part 1:

Specification and Verification of Balance Tolerances

ISO 4406 (1999) Hydraulic Fluid Power - Fluids - Method for Coding the Level of Contamination by Solid Particles

SECTION 41 01 20.74 26 Page 8

ISO 11171 (2016) Hydraulic Fluid Power - Calibration of Automatic Particle Counters for Liquids

ISO 9001 (2008; Corr 1 2009) Quality Management Systems- Requirements

ISO/IEC 17025 (2017) General requirements for the competence of testing and calibration laboratories

MANUFACTURERS STANDARDIZATION SOCIETY OF THE VALVE AND FITTINGS

INDUSTRY (MSS)

MSS SP-110 (2010) Ball Valves Threaded, Socket-Welding, Solder Joint, Grooved and Flared Ends

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 10 (2013) Standard for Portable Fire Extinguishers

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only or as otherwise designated. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following must be submitted in accordance with SECTION

01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Notification Of Crane Status Change

SD-01 Preconstruction Submittals

Design Package Submittals

Drum Shell Measuring Procedure; G, HDC

Filter Micron Rating And Type; G, HDC

Crane Erection Procedure; G, HDC

Wire Rope Flux Leakage Test Plan; G, HDC

Hoist Brake Alignment And Run-In Procedure; G, HDC

SD-02 Shop Drawings

Contractor's Nameplate; G, HDC

Capacity Plates; G, HDC

SD-05 Design Data

Gantry Frame And Girders; G, HDC

SECTION 41 01 20.74 26 Page 9

Gantry Trucks; G, HDC

Trolley Frames; G, HDC

Trolley Trucks; G, HDC

Main Hoist System; G, HDC

Auxiliary Hoist System; G, HDC

Tra…